Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 5American Society of Mechanical Engineers, 1993 - Arctic regions |
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Page 35
... observed response histories were well - predicted using the proposed methodology . Figures 3 , 4 , 5 , and 6 compare the predicted and observed response histories for model tests # 3 , # 7 , # 10 , and # 12 , which represent pure ...
... observed response histories were well - predicted using the proposed methodology . Figures 3 , 4 , 5 , and 6 compare the predicted and observed response histories for model tests # 3 , # 7 , # 10 , and # 12 , which represent pure ...
Page 38
... Observed Predicted www 100 www ( m ) 4.02 404 4.05 0.06 0.04 0.02 of 4.02 -0.04 4106 10 30 Time ( sec ) ยท 30 Figure 4. Response History Test # 7 Observed ( top ) , Predicted ( bottom ) ( m ) 01 0.05 4.05 10-1 10-2 0.1 0.2 0.3 0.4 0.5 ...
... Observed Predicted www 100 www ( m ) 4.02 404 4.05 0.06 0.04 0.02 of 4.02 -0.04 4106 10 30 Time ( sec ) ยท 30 Figure 4. Response History Test # 7 Observed ( top ) , Predicted ( bottom ) ( m ) 01 0.05 4.05 10-1 10-2 0.1 0.2 0.3 0.4 0.5 ...
Page 219
... observed between TMCP and normalizing as seen in Fig . 10 . Metallurgical Observation . Hartt , et al . " described ... observed to lie parallel to the plate surface . The fracture surface of the specimens tested in the artificial sea ...
... observed between TMCP and normalizing as seen in Fig . 10 . Metallurgical Observation . Hartt , et al . " described ... observed to lie parallel to the plate surface . The fracture surface of the specimens tested in the artificial sea ...
Contents
OFFSHORE MECHANICS AND ARCTIC ENGINEERING | 28 |
Fire and Pollution Safety | 36 |
Probabilistic Response Modelling | 56 |
Copyright | |
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Alberta Almen strip anticorrosion coating applied assessment backfill behaviour bending buckle lengths buckling burst pressure calculated cathodic protection compression concrete configuration cost crack propagation curvature deformation depth developed diameter directional drill disbonded displacement ditch effect Engineering environment equations factor failure FE analysis flow free spans friction gas pipeline grit blasting hoop stress increase installation integrity interaction length liquid load longitudinal material maximum measured mechanical metal loss monitoring NACE niobium offshore OLGA operating OTDR overcoating parameters Permafrost pile pipeline pipeline system pits plane strain plastic polychloroprene Polypropylene predictions Qinghai resistance scour seabed sensor settlement shear shear strength shown in Figure simulated Snamprogetti soil solution specimens steel stiffness strain strain gauges strength stress stress concentration structural surface Table temperature thickness TMCP values velocity wall wave weld Zeepipe zone